The URL can be used to link to this page

Home My WebLink About07050131 Receipts/Permits Item 1 of CITY OF CARMEL 1 PERMIT RECEIPT OPERATOR: COPY # llUX~ Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:18 PARCEL ID ........: ZABB18 DATE ISSUED.......: 05/15/2007 RECEIPT #.........: 25089 REFERENCE ID # .... 07050129 SITE ADDRESS...... 12927 BIRKENSTOCK ST SUBDIVISION. .....: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA ......: OWNER ............: ADDRESS ..........: CITY/STATE/ZIP ...: RECEIVED FROM ....: CONTRACTOR .......: COMPANY ..........: ADDRESS ..........: CITY/STATE/ZIP ...: TELEPHONE. ........ FEE ID UNIT QUANTITY USFWATCONN FLAT RATE TOTAL PERMIT : METHOD OF PAYMENT AMOUNT CHECK TOTAL RECEIPT : 1310.00 1310.00 SILVERTHORNE HOMES LIC # XWILWAT WILSON WATER & SEWER 3015 S CHASE ST INDIANAPOLIS, IN 46217 (317) 788-6247 1. 00 AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---~------ ---------- - - - - - -1- - - - 1310.00 0.00 1310.00 :0 .00 ---------- ---------- ---------- ------,---- 1310. 00 0.00 1310.00 :0 .00 NUMBER 0004960 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07050129 Date: 05/15/2007 PARCEL ID #: ZABB18 LOT & SUBDIVISION: 18 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12927 BIRKENSTOCK ST CARMEL, IN 46032 PAYMENT RECEIVED FROM: Name: SILVERTHORNE HOMES CHECK #: 0004960 EXCAVATOR INFORMATION: Name: WILSON WATER & SEWER Ph. #: (317) 788-6247 Fax #: Email: Street Address: 3015 S CHASE ST INDIANAPOLIS, IN 46217 Bond Expiration: PERMIT TYPE: USEWRWATR ; SEWERIWATER PERMIT Special Notes/Conditions: LOT 18 ABERDEEN BEND, WATER PERMIT . NO NOTES' The building & Sewer Shall be pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest revision; or vitrified clay pipe, meeting ASTM specifications C-700 for extra strength clay pipe of latest revision unless other materials are hereby permitted in writing. The sewer shall be installed in accordance with ASTM 2321 for pve pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall be installed in accordance with City Code Section 9-122(a), and sections P3008.1 and.2 of the International Residential Code. All building sewers shall be 6" diameter. All installations shall be "ooen trench" inspected and aomoved bv the Carmel Sewer Deoartment before anv backfilling is done. Non- compliance may result in digging up the sewer installation and/or denial of future sewer permits and/or denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the public sewer. Sewer insoections should be requested at (317) 571-2648 onc to four hours in advance. No inspections or installations will be made on Saturday or Sunday or holidays unless arrangements arc made at least 24 hours in advance. All plumbers or contractors installing sewer (or water) lines shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE. Ifany street must he cut. a semI rate street cut ncrmit shHll he nhtainecl. APPLICANT NAME: PAYMENT RECEIVED BY: FEES: $1,310.00 -PO/rn ~ Item 1 of 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: vdolan COpy # 1 Sec:29 Twp:18 Rng:03 Sub:ABB Blk: Lot:18 PARCEL ID ........: ZABB18 DATE ISSUED.......: OS/25/2007 RECEIPT #. ........: 25227 REFERENCE ID # ...: 07050131 SITE ADDRESS .. .... 12927 BIRKENSTOCK ST SUBDIVISION ......: ABERDEEN BEND CITY .............: CARMEL IMPACT AREA ......: OWNER.... ........: SILVERTHORNE HOMES ADDRESS.. ........: 6666 E. 75TH ST. CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 RECEIVED FROM. ...: SILVERTHORNE HOMES CONTRACTOR ... ....: ATTN: NATE WARD LIC # SILVHOM COMPANY.. .... ....: SILVERTHORNE HOMES ADDRESS.. ........: 6666 E 75TH ST #400 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 46250 TELEPHONE ......... (317) 806-2190 FEE ID UNIT --------~- ~------------ IRESELEMTR FLAT RATE IRESFINAL FLAT RATE IRESFTSLB FLAT RATE IRESFTSLB+ FLAT RATE IRESROUGH FLAT RATE PRIF FLAT RATE RESC/O FLAT RATE RESSINGLE SQUARE FEET QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL ---------- ---------- ---------- ---------- ---------- 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 57.50 0.00 57.50 0.00 1. 00 1261.00 0.00 1261.00 0.00 1. 00 55.50 0.00 55.50 0.00 7,875.00 1191.50 0.00 1191.50 :0.00 ---------- ---------- ---------- - - - - - -,- - - - 2795.50 0.00 2795.50 0.00 TOTAL PERMIT : METHOD OF PAYMENT AMOUNT NUMBER CHECK TOTAL RECEIPT : 2795.50 0004959 2795.50 CITY OF CARMEL / CLAY TOWNSHIP IMPROVEMENT LOCATION PERMIT APPLICATION For; Residential Nnv Structures, Additions, Remodels, & Accf.~sOl)' Buildings Permit#: 07050131 Date: OS/25/2007 PARCEL ID #: ZABB18 LOT & SUBDIVISION: 18 ABERDEEN BEND ADDRESS OF CONSTRUCTION: 12927 BIRKENSTOCK ST Township?: 18 Zoning: S1/ROSO PROPERTY OWNER INFORMATION: Name: SILVERTHORNE HOMES Ph. #: 3178421875 Fax #: 3178428268 Street Address: 6666 E. 75TH ST. INDIANAPOLIS, IN 46250 CARMEL. IN 46032 Flood Zone: N Lot Split: N CONTRACTOR INFORMATION: Name: SILVERTHORNE HOMES Ph. #: (317) 806-2190 Fax #: (317) 806-2191 Email: NWARD@SILVERTHORNEHOMES.COM Street Address: 6666 E 75TH ST #400 INDIANAPOLIS, IN 46250 Plumber's Name: JTB CONTRACTORS, INC Codes for Project: IRC PERMIT TYPE: RESSINGLE Water Service by: CARMEL Sewer Service by: CTRWD Foundation Type: BSMT Manufactured Trusses: Y Porch: Y Square Footage: 7875 Model Home: RESIDENTIAL SINGLE FAMILY DWEL County Well Permit #: County Septic Permit #: Estimated Cost of Construction: $375000 Sump Pump: Y Deck: Early Release ILP: N Special Notes/Conditions: LOT 18 ABERDEEN BEND, SINGLE FAMILY HOME . NO NOTES' Tllis permit is valid only if construction commences within one (I) year of the date of issuance of the State Commercial Design Release. All construction must be completed (C/O issued) within two (2) years of the issuance date. I, the undersigned, agree that any construction, reconstruction, enlargement, relocalion, or alteration of a structure, Of any change in the use of land or structures requested by this application will comply with, and conform lo, all applicable laws of the State of Indiana, and the ~Zoning Ordinance of Carmel Indiana - 1993~ (Z- 289) and amendments, adopted under authority of LC. 36-7 et seq, General Assembly of the State of Indiana, and all Acts amendatory thereto. I further certify that only kitchen, bath, and floor drains are connected to the sanitary sewer_ r further certify that the construction \\'ill not be used or occupied until a Certificate of Occupancy has been issued by the Department of Conununity Services, Carmel, Indiana. APPLICANT NAME: CINDY FEES: RES ELECTRICAUMETERB. RES FINAL 57.50 RES FOOTING & UNDRSLB 2ND REQ'D FOOT/UNDSLAB RES ROUGH-IN PARK & REC. IMPACT FEE RESIDENTIAL C/O SINGLE FAMILY DWELLING THRASHER 57.50 57.50 57.50 57.50 1261.00 55.50 1191.50 Regional Waste District SF Residential 917772007 SANITARY SEWER PERMiT INDIVIDUAL lOT I EXISTING BUilDINGS Permit Type Final Lift Station 23 126th Street StatiDn Treatment Plant MIX Subdivision Aberdeen Bend Section'Number sec1 Builder SilverthDrne Homes Par.cel Acreage Employees Square Footage lot Number 18 Address Number 12927 Street BirkenstDck St City Carmel Zip Code 46032 County HamiltDn Plan Review and Inspection Application Fee EDU Fee $100.00 $1,650,00 Invoice, Nuniber Interceptor Fee Fees Due $1,750.00 PLEAsE NOTE: Installation of building sewer shall be per the specificatiDns of the Clay Township Regional Waste District (see reverse) and any conditions noted below. 'All installaiions shall be inspected by District.personnel during "open trench" phase and before backfilling with stDne tD twelve inches above the pipe. NO footing or .foundation drains, or Dther SDurces of ground or stDrmwater, shal,l be permitted to enter the District's saniiarysewer system. The District will assume nD liability fbr drains which are below the grade level of the.nearest downstream manhole'nodor laterals which are extended beneath driveways Dr sidewalks. The permit hoider (property owner, developer or builder) will be responsible for damages to the District's,sewersystem. This includes damagestD manhDles, castihgs,..fnanhole lias and the like; causea by construction activity on the builaing site which is the,subject of this permit. InspectiDns by the Districtare MANDATORY and shall be arranged by contacting the District's office. at 844"9200 I 24 hours in advance All new construction will be placed on billing sixmonthsaiter connection. ha's been made or when water is connected, whichever comes first. ' ' Up ABB-l07 ABB-l06 DDwn The building has a: Grease Trap No Slab Foundation No Lid Elevation 917.26 ft 915:67ft Grit InterceptDr No Crawl Space No First FIDDr Elevation 919.30 ft 919.30 ft , Grinder Station No Basement Yes BasemenfElevation 909.30 ft 909.30 ft Calculation is based,onboth Manhole Lid Elevations and the elevation of the First Floor r'-~~2:~'-"'--:r63'1 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by: Plumbed With Grll1der PUmP Installed c, C-r The Distnct reserves the right to inspect all sU'1lP pUI1JP connections to ensure,no illegal connections have been made~ Manholes shall remain accessible at. all times. Buried manholes will, be corrected by the Developer/Owner. Conditional Permit Ternis: Plans Submitted No No Connection No Certificate of-Insurance No Inspection Notice' ND Fees Paid ND Plan Review No Other Permits No No Occupancy 'No- Fats, Oils & Grease ND Manhole Core Two sets of plans showing at least Dne sanitary manhole and top Df castin9 elevatiDn NO CONNECTION,to the sewer until further'notification. Certificate of Insurance must be on file with CTRWD listed as certificate holder.. 48hours notice ,befor~ ~ork'~tarts on manhole' core drilli~g or cuts;of active lines' Ail District fees wiil be"paid in full. Approval"pending Oistricts,r'e.view of plans. . ' , " I By signing below, I attest that I am familiar wilh.the District's'specifications and agree to acceplresponsibilityfor all work done under this permit Build~r I Owner Signature ~I~i &-v,Q ~\i,- C:cc&,.~ PhDne Number gq '2.c I GiS' Printed Na:-S~\vv\':J)-Th ((\,sl.."_\(" Approved~ - Permit Date 5/15/2007 ---- Ca.ndy J. Feltner, Director. of Administralio[l& Customer Service Revised 4/26/07 Permitis valid fDr ONE-YEAR from the date issued. Permit valid Dnly with CTRWD seal in red ink. . . Note: This drawing is based on construction pIons or record drawings, and is not based upon 0 field survey. The Schneider Corporation does not warrant the accuracy or sufficiency of this information. Contractors should verify existing conditions prior to any construction. An-y discrepancy found on this drawing should be reported to The Plot Pion Legend Schneider Corporation immediately; foiling to do'so results This Plot Plan Prepared For: SDverthome Homes [QQM] Proposed Grades in the contractors assumption of 011 liability. L t # 18 t. 14 000 S F :l: 000.0 Existing Grades Note: I o , con olning, ' , , in _000.0- Contour Grode Th. ba"",,,,t eI.vation, depicted hereon, has been d.termlned and Aberdeen Bend SubdMslon * Appro,. Lateral Location based on tho pad grad.. and/or contours tak", from tho construction SectIon' 1 - a - Sanitary Sewer Lines plans for this subdlvlslon. Unless stated. no Informat1on "about -If - Storm Sewer Lines fluctuating water tables, so" conditions. or soU twas hos been provided INSlR. I 200500066134 _ 'W _ Water Service Lines or stated on soid plans. This lot Is located ne<lr a body~ of wat<<. Lot Book # 3, Page # 739 - - - - _ - _ Sub-Surtace Drain Lines or ",n condition, may roquico that tho basement floor eI....tlon be HamDton County" Clay Township . Manhole (Sanitary or Storm~eld 2 foot abo,," normal PaQ ..vatlon. Sit. in""tlgatl,!" may b. ( . . Beehive Inlet (Storm) needed If water Is encountered during the ~xcaVCItlon pr~ or If 12927 BIRKENSTOCK STREET 50 R/Yf) IIIi Curb Inlet (Storm) oth.. known wat.. elevation or son, condlllon, aco pr~l Cannel, IN · e032 D E d S t. (St) In""tlgotlon ond any romedl~ pracedur.. I, ot the dlscr.tlon of tho -ru n ec Ion arm builder to determine ond toke appropriate steps of action. If any Prepared Date: 05/02/07: By. KAG ..... Fire H~ront ground woter I, encountered during excavation tho bund;,. i, - 0 0 0 - 0 0 0 - Flow LIne of swole encouraged to contact The Schneider Corporation to discuss possible coun;es of action. ~~... Scmeider The Schneider CorporaUon 8901 OUI Avenue m.t.oric Fort Harrison 1I1dl4nepaIlI. hl4WlA lO2l6-1037 317-626-7100 317-826-7200 fAI EnglnoWg Sum>)'1n& Londocope Arclli\eCturo GIS 'US Geology Community Restrictions: Side Yard = N/A Rear Yard = 25' Aggregate = 30' Zoning = SI Silverthorne Homes Pod Grode = 917.8 per plan Pod Grode + 1.0' = Garage FFE (918.8) Garage FFE + 0.5' = Resldentiol FFE (919.3 ) Residential FFE - 10.0' = Basement FFE (909.3 ) Driveway Slope = 2.2% Note : The garage finished floor elevation is 1.8' above the curb at the drive, per plan. Ground Cover Calculations: Drive = l,95OSFf Public Walk =419 SFf Private Walk = 256 SF f Seeding = 4,632 SF f Sod = 4,476 SFf ,toAh.e ~ar of home. MHllD6 ~q ,::, ,:7 T~ /./,w PER PLAN Note: Sanitary Sewer Top of Costing Information Upstream Manhole, TC= 917.40 Downstream Manhole, TC=915.70 per plan. Note: The contractor Is to maIntaIn 0 minimum distance of ten feet (10') between the sanItary sewer and water line laterals. ~ ~:8:'O o o _I w ,;:; vi ,- ~' ci ... . ;:) , , , : < 4.0' I PER PlAN ; '" ifl~ i I~ (/) , < - ' ~ , U OJ, o ~l I- u, ~ I ~i w ' ~ a::: CIl 36.0' 26.0' 916.90 g.o' ~ ... D ;:) -0 o o o ~ ~ !il 00' 2=: ~ , -. , ~i '"~ ~ ~ _ \ i 30.0' B-B 65.61 41.0' in H\ Ol? , MHllD7 TC=~ PER PLAN q n. of 320' I I ~~ 29.0' I 917.70 140.00 ~..: " \, ...., .' cR..t ... 4:\ TYPICA.L SWALE SECTION REVISION #1 ENLARGED DRIVE AND MOVED PRIVATE WALK VB07.a073372 05/04/07 . KAG NOTE: IN lHE RESIDENTIAL D1SlRICTS UMITING HEiGHT TO TllrNTY-F1VE (25) FEET, A D\\UUNG MAY BE INCREASED IN HEiGHT TO lHIRTY-F1VE (35) FEET PRD\1DED lHE SIDE AND REAR YARDS ARE INCREASED AN ADDITIONAL FOOT FOR EACH FOOT SUCH SlRUCTURE EXCEEDS T'IIC:NTY-FlVE (25) FEET IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1. This drawing is not intended to be represented os 0 retracement or original boundary survey, 0 route survey, or a Surveyor Location Report. FLOOD HAZARD STATEMENT The accuracy of any flood hazard data shown on this plot plan Is subject to mop scale uncertainty and to any other uncertainty In looation or elevation on the referenced flood Insurance rote mop. All of the within described land DOES NOT liE within that special flood hazard zone A os said land piots by scale an community-panel # 180080 0205F of the fiood insurance rote maps for Carmel, IN (mops dated Feb. 19, 2003). NOTE: SUMP PUMP(S) TO BE PLACED BY BUIUlER AS NEEDED. LOT# 18 VB07,0073110 Detan of t)plcal Ground Water flow pattern for Individual lots. o ~ =Ji::3.= rnJ =W= - - -,- o Assumed North Scale : ,. = 30' Note: Builder to (ensure positive drainage away from structure(s). 912.50 140.00 ~ 39.33' <:: [,<[ ~~~~<;: ~~X <.n '" 36.3' .. ~I!!:; ."" ."." '0 o o o :;l ::J ~ '..J,811 ..... !\1::J <~~Ilili de c.;~ ~ z~ ~ .0' 1912.501 FLOOD HAZARD STATEMENT CERTlFICA TlON ,\1\\\\\\\11111111111///111, #,\~c. L ,.,~~ ' ~~"" ~ \~.......:.....~;.p/~,%, I ~ lo.~..' \ST~o".(/~ ~ ~ ,,'.;..G N 'f~", "A~ ~<::::) ....Q;-v 0 O'...~~ f ( 50303 \ ~ ~ ~ f '~ ~ .... STATE OF.... ~ ~ <";......11\1 01 A t.\ ~.....~ ! '%,71tJ................C'\'-l ~ ~ij/, SUR~ \.:-.\~#' 1"""I/I/IIIIII\\\I\lII\~ ~lr-v